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PINE ST-BOREN AVE over I-5

Map 

Coordinates:
+47.61462, -122.32956
47°36'53" N, 122°19'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PINE ST-BOREN AVE over I-5
Structure number:0007409D0000000
Location:1.6 N JCT I-90
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:122.1 ft. [37.2 m]
Total length:825.2 ft. [251.5 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:10
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,603 [as of 2002]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:50.9 tons [46.3 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:80.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$17,490,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201780.0FairSatisfactoryGoodGoodFO18603
April 201579.8FairSatisfactoryGoodGoodFO18603
October 201379.8FairSatisfactoryGoodGoodFO18603
October 201178.7FairSatisfactoryGoodGoodFO25000
October 200978.7FairSatisfactoryGoodGoodFO25000
November 200778.7FairSatisfactorySatisfactoryGoodFO25000
October 200578.7FairSatisfactorySatisfactoryGoodFO25000
December 200378.7FairSatisfactorySatisfactoryGoodFO25000
November 200178.7FairSatisfactorySatisfactoryGoodFO25000
September 199980.3FairSatisfactorySatisfactoryGoodFO9560
June 199780.3FairSatisfactorySatisfactoryGoodFO9560
July 199571.5FairSatisfactorySatisfactoryGoodFO9560
June 199390.3FairSatisfactorySatisfactoryGood-4095
April 199189.3FairSatisfactorySatisfactoryGood-4095